Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 146
... maximum in 3 hours ) . The procedures for estimating extreme values were discussed and can be found in Reference 9 . the Table 2 shows that when including the admittance function , reductions of as much as 6 to 8 percent and 2 to 5 ...
... maximum in 3 hours ) . The procedures for estimating extreme values were discussed and can be found in Reference 9 . the Table 2 shows that when including the admittance function , reductions of as much as 6 to 8 percent and 2 to 5 ...
Page 210
... Maximum mean amplitudes in this range vary from 0.6 [ curve 18 ] to 0.9 [ point 1 ] . Maximum peak lift coefficients range from 0.8 [ curve 5 ] to 1.4 [ curve 31 ] . At Reynolds numbers in the critical regime , reported lift coefficient ...
... Maximum mean amplitudes in this range vary from 0.6 [ curve 18 ] to 0.9 [ point 1 ] . Maximum peak lift coefficients range from 0.8 [ curve 5 ] to 1.4 [ curve 31 ] . At Reynolds numbers in the critical regime , reported lift coefficient ...
Page 342
... MAXIMUM TENSION FOR SURVIVAL MODE MAXIMUM TENSION FOR OPER . MODE SURVIVAL LOAD OPERATIONAL LOAD MAXIMUM OFFSET OFFSET FIG . 4 GRAPHICAL DESCRIPTION FOR THE MOORING LINE OPTIMIZATION FIG . 3 : PATTERN PROGRAM MAIN STEPS Concerning this ...
... MAXIMUM TENSION FOR SURVIVAL MODE MAXIMUM TENSION FOR OPER . MODE SURVIVAL LOAD OPERATIONAL LOAD MAXIMUM OFFSET OFFSET FIG . 4 GRAPHICAL DESCRIPTION FOR THE MOORING LINE OPTIMIZATION FIG . 3 : PATTERN PROGRAM MAIN STEPS Concerning this ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind